Plan Review Details - Permit 19101137
Plan Review Stops For Permit 19101137
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2019-11-05 Cont ID  
Sent By rrossano Date 2019-11-05 Time   Rev Time 0.00
Received By rrossano Date 2019-11-05 Time   Sent To I
Notes
2019-11-05 07:59:13PASSED WITH PROVISOS:
  
 PROVISOS FOR DRIVEWAY WITH PAVERS
  
 IF USING PAVERS IN THE APRON AREA OF THE PROPOSED
 DRIVEWAY, YOU MUST EXECUTE A PAVER DRIVEWAY AGREEMENT,
 WHICH CAN BE OBTAINED HERE: HTTP://WPB.ORG/DEPARTMENTS/
 ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 1) FOR DRIVEWAYS WITHIN THE CITY OF WPB WE HIGHLY
 RECOMMEND THE USE OF ASTM C-1272 STANDARD FOR PAVERS,
 FOR THIS TYPE OF SPECIFICATION THE THICKNESS FOR PAVERS
 IS RECOMMEND TO BE 3-1/8". (RIGHT-OF-WAY PORTION OF
 DRIVEWAY APRON).
  
 2) "F" TYPE PAVERS ARE RECOMMENDED WHEN USING A
 FLEXIBLE BASE (SAND AGGREGATE, COMPACTED GRAVEL BASE,
 ETC. ). FOR TYPE "F" PAVERS SHOULD BE NOT LESS THAN 2
 5/8" IN THICKNESS. REF: ARCHITECTURAL GRAPHIC STANDARDS
 FOR RESIDENTIAL CONSTRUCTION, 2ND EDITION.
  
 3) THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF
 PAVERS ARE USED IN THE RIGHT OF WAY PORTION OF THE
 DRIVEWAY. THE AGREEMENT MUST BE RECORDED AT PALM BEACH
 COUNTY COURTHOUSE - RECORDING DEPT. 4.25. A RECORDED
 COPY OF THIS DOCUMENT SHOULD BE FAXED TO (561)
 494-1116. ATTENTION: DRIVEWAY REVIEWER. DOCUMENT NEEDS
 TO BE RECORDED PRIOR TO FINAL SIGN OFF.
  
 4) CALL FOR LOCATES, DIAL 811 BEFORE YOU DIG. FOR MORE
 INFO ON "CALL BEFORE YOU DIG", GO TO
 HTTP://WWW.SUNSHINE811.COM (REF: UNDERGROUND FACILITY
 DAMAGE PREVENTION AND SAFETY ACT, FLORIDA STATUTE,
 CHAPTER 556.)
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401 (MAILING ADDRESS: P.O. BOX
 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1098
 FAX: (561) 494-1116 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-10-28 Cont ID  
Sent By rrossano Date 2019-10-28 Time   Rev Time  
Received By rrossano Date 2019-10-28 Time   Sent To I
Notes
2019-10-28 07:38:46PLEASE ADDRESS ZONING COMMENTS.
2019-10-24 15:29:0810/24/19 FAILED. RF
  
 THE DRIVEWAY MUST BE ATLEAST THREE FEET SETBACK FROM
 THE SIDE PROPERTY LINE.
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2019-11-04 Cont ID  
Sent By aborngra Date 2019-11-04 Time 10:38 Rev Time 0.00
Received By aborngra Date 2019-11-04 Time 10:37 Sent To ENG
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2019-10-24 Cont ID  
Sent By aborngra Date 2019-10-24 Time 16:00 Rev Time 0.00
Received By aborngra Date 2019-10-24 Time 16:00 Sent To PC
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-11-05 Cont ID  
Sent By cpuell Date 2019-11-05 Time 13:22 Rev Time 0.00
Received By cpuell Date 2019-10-29 Time 15:27 Sent To  
Notes
2019-10-30 15:28:02RESUB ROUTED TO ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-10-28 Cont ID  
Sent By cpuell Date 2019-10-28 Time 09:27 Rev Time 0.00
Received By cpuell Date 2019-10-22 Time 11:13 Sent To  
Notes
2019-10-23 11:14:07ROUTED TO ZONING INBOX
Review Stop Z ZONING
Rev No 2 Status P Date 2019-10-31 Cont ID  
Sent By rfalcone Date 2019-10-31 Time 11:02 Rev Time 0.00
Received By rfalcone Date 2019-10-31 Time 11:02 Sent To I
Notes
2019-10-31 11:28:0510/31/19 PASSED.
  
 THE APPLICATION IS MEETING LANDSCAPING REQUIREMENTS.
 THE PROPOSED DRIVEWAY IS ESSENTIALLY BEING PLACED IN
 THE ORIGINAL FOOTRPRINT OF THE CONCRETE STRIPS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 RACHEL FALCONE, ASSOCIATE PLANNER
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: (561) 822-1442
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2019-10-24 Cont ID  
Sent By rfalcone Date 2019-10-24 Time 14:50 Rev Time 0.00
Received By rfalcone Date 2019-10-24 Time 14:50 Sent To ENG
Notes
2019-10-24 15:28:2910/24/19 FAILED.
  
 PLEASE PROVIDE THE DISTANCE BETWEEN THE DRIVEWAY AND
 THE PROPERTY LINE. PROVIDE A PRODUCT DETAIL OPF THE
 BRICK PAVER, IS IT A PERMEABLE PAVER SYSTEM OR IS IT
 IMPERMEABLE? IF THE PAVERS ARE IMPERMABLE, THE
 LANDSCAPING REQUIREMENT FOR THE FRONT YARD MUST BE
 ADDRESSED,
  
 PURSUANT ZLDR SEC. 94-842(A),REQUIRED OFF-STREET
 PARKING SPACES FOR LESS THAN THREE RESIDENTIAL DWELLING
 UNITS SHALL BE PROVIDED ON THE PROPERTY ON WHICH THE
 UNITS ARE LOCATED. REQUIRED PARKING MAY BE LOCATED IN A
 FRONT YARD; HOWEVER, THE LESSER OF 1,000 SQUARE FEET OR
 75 PERCENT OF THE FRONT YARD AREA SHALL BE LANDSCAPED
 WITH LIVING PLANT MATERIAL (SUCH AS GRASS, GROUND
 COVER, SHRUBS, HEDGES, VINES OR TREES).
  
 NOTWITHSTANDING THE PRECEDING PARAGRAPH, LOCATIONS
 WHERE OFF-STREET PARKING SPACES, DRIVEWAYS, PATIOS
 AND/OR WALKWAYS IN THE FRONT YARD EXCLUSIVELY CONSIST
 OF A PERMEABLE PAVER SYSTEM, 60 PERCENT OF THE FRONT
 YARD AREA SHALL BE LANDSCAPED WITH LIVING PLANT
 MATERIAL (SUCH AS GRASS, GROUND COVER, SHRUBS, HEDGES,
 VINES OR TREES).
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 RACHEL FALCONE, ASSOCIATE PLANNER
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: (561) 822-1442
 E-MAIL: [email protected]
  


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